EP0436632B1 - Vorgefertigtes gebäude - Google Patents

Vorgefertigtes gebäude Download PDF

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Publication number
EP0436632B1
EP0436632B1 EP89911285A EP89911285A EP0436632B1 EP 0436632 B1 EP0436632 B1 EP 0436632B1 EP 89911285 A EP89911285 A EP 89911285A EP 89911285 A EP89911285 A EP 89911285A EP 0436632 B1 EP0436632 B1 EP 0436632B1
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EP
European Patent Office
Prior art keywords
ridge
wall
beams
slot
securing means
Prior art date
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Expired - Lifetime
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EP89911285A
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English (en)
French (fr)
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EP0436632A1 (de
Inventor
Peter Wimmelmann Larsen
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Larsen Peter Wimmelmann
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Individual
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Priority to AT89911285T priority Critical patent/ATE102277T1/de
Publication of EP0436632A1 publication Critical patent/EP0436632A1/de
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Publication of EP0436632B1 publication Critical patent/EP0436632B1/de
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/06—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material the elements being prestressed

Definitions

  • the present invention relates to a prefabricated building, which comprises a portable foundation which is suitable for placing onto relatively uneven ground.
  • US-A-2,883,852 describes a prefabricated building comprising portable foundation components and wall panels in which the foundation comprises a number of horizontal beams which are u-shaped in profile, the arms facing upwards.
  • the beams define the bases of the external walls and are anchored to a concrete base via anchor rods fixed in the concrete and welded to the underside of the horizontal, bottom wall of the beams.
  • the wall panels are preformed as right angled corner units, apparently by moulding concrete in a suitable shaped mould.
  • the corner units and wall panels have top and bottom edges shaped so as to comprise shoulders near to the edges so that they in effect form a ridge along the edge. This ridge fits into the groove formed between the arms of the u-shaped beam.
  • the inside wall of the beam and the outside wall of the ridge may be angled to the vertical, the angle illustrated being about 5°.
  • the shoulders on the wall panels include horizontal surfaces on each side of the panel which mate with the horizontal surface along the top of each arm of the u-shaped beams.
  • the wall panels are secured to the beams via long vertical bolts which pass through channels in the panels and are screwed into nuts which are secured underneath the u beams.
  • the portable foundation comprises corner pieces which each comprise arms fixed at an angle to one another for determining accurately the configuration of each corner of the building, a plurality of continuous or sectioned beams each of which defines the base of one external wall of the building, and means for attaching the beams to the ground
  • the kit includes first securing means for rigidly securing each beam to its associated corner pieces, and second securing means for rigidly securing each wall frame onto its beam, in which the first securing means comprise a cooperating slot and ridge extending in the longitudal direction of the beam and of the associated corner piece arm, one of the slot and ridge being formed on the beam and the other of the slot and ridge being formed on the arm of the corner piece, and the securing means also comprises mating substantially horizontal surfaces on each side of each of the ridge and slot and the ridge has side walls which are inclined to the vertical to promote insertion into the slot, and in which the second securing means comprises a cooperating ridge and slot which is
  • the slot of the first securing means may simply comprise an opening sufficiently wide to receive the ridge, for instance having a width equal or very slightly larger than the width of the base (ie the widest part) of the ridge, some (and preferably all) of the slots are in the form of a groove which has inclined sides for mating with the inclined sides of the ridge (as are the slots of the second securing means). This promotes alignment of the respective components.
  • the sides of the ridge and slot are each inclined at an angle in the range 10 to 45° to the vertical, preferably around 12 to 20°, for instance about 15°.
  • the second securing means comprises a ridge formed on the beam and a slot formed in the wall frame, the ridge on a beam is less likely to be damaged during transport of the kit than a ridge on a wall frame.
  • Each Securing means generally also comprises bolt means or other means for applying compression to the components of each securing means.
  • the resultant compression between the mating substantially horizontal surfaces increases stability and the ridge/slot arrangement ensures accuracy of assembly.
  • a beam between two corner pieces may be a continuous beam, generally made as a single piece, or may be a sectioned beam. Thus it may comprise a plurality of beam sections that are fitted together (either in the kit or when assembling the building from the kit) so that they function as a beam. Generally a beam section is in the range 2 to 12 m, for instance about 6 m long. When a beam is required to be longer than the longest beam section, eg more than 6 m long, two or more beam sections are used to form a beam. The beam is usually in the range 5 to 15, for instance 8 to 10 cm wide and about the same height.
  • each beam is such that when it is supported substantially horizontally at each end and has a weight having a mass of between 0.5 to 5 times the mass of the respective wall positioned midway along the length of the beam, the deflection of the beam is less than 1mm.
  • the beam or beam assembly can have a rigidity such that when a weight having a mass 5 times the mass of the wall is placed as defined above the deflection is less than 1mm. When heavier masses are are so placed then the deflection can be greater than 1mm since it is unnecessary for the beam to be any more rigid.
  • the beam should be portable and so it is necessary for the beam (or the beam sections from which it is formed) to be sufficientlY lightweight to achieve that purpose.
  • the rigidity of the beam allows the building to be constructed and supported on a relatively uneven surface, whilst ensuring that the portable foundation remains true for supporting the wall.
  • the beams are preferably formed from metal, in order to be sufficiently strong to meet these requirements.
  • the wall frames preferably define the entire peripheral wall of the building, as otherwise additional wall or support elements are required and this is less convenient.
  • the wall frames (or at least one of them) may be empty, that is define an empty space.
  • separate sheets may be supplied to be placed across the frame to form the wall.
  • the wallframes surround and can be securely fixed to a panel which fills the area within the frame.
  • the wall frames are supplied to the assembly site as preformed panels.
  • In order to be portable walls usually comprise a plurality of wall panels.
  • the panels preferably extend the whole height of the wall but less than the length of the wall and are placed adjacent to one another to form an entire wall.
  • the panels may be provided with doors and/or windows as desired, either prefitted in the panels or for fixture on assembly of the building.
  • the panels are, for instance, about 2-2.5 m high and 0.6-1.5 m, preferably about 1.2 m wide, and about the same thickness as the foundation beams.
  • the rigidity of the beams preferably is such that to ensure that the panels of a wall which comprises of plurality of wall panels fit closely together when supported on the foundation, even when the foundation is based on relatively uneven ground and may thus be supported for instance only at each end.
  • the beams may have to be sufficiently strong to support the weight of the second floor although the buildings formed from the present kits are generally single floor buildings.
  • the beam is box-shaped in cross-section. It may have outwardly extending flanges through which it is fixed to the ground or to other components.
  • the corner piece can be U section, L section or even box section, but is most conveniently plate, usually for positioning horizontally, generally under the ends of the respective beams.
  • the plate thus preferably has an upwardly extending ridge for cooperating with downwardly facing slots in each of the associated beams.
  • the corners are preferably, but not necessarily, right angled corners and the corner plate therefore preferably has two ridges mutually at right angles.
  • the corner piece defines the angle that is to exist between adjacent corner wall sections by the angle between its arms.
  • the corner piece may be, for example, square in horizontal section in which event it may be considered as being formed of two overlapping arms that provide, for instane, two ridges at right angles.
  • each corner piece is L, T or X shaped in horizontal cross section.
  • a beam When a beam consists of two or more beam sections, they may be joined together by joining pieces, for instance L, U or plate-section joints, or box-section joints having a sliding fit with the beams. Such joints should be sufficiently strong to impart on the beam the rigidity characteristic preferred in the present invention.
  • the portable foundation preferably comprises also internal wall beams. These may be connected to the external beams by T-pieces, for instance being of U, L, box or, preferably, plate-section, for securing the internal beam to the external beam.
  • T-pieces for instance being of U, L, box or, preferably, plate-section, for securing the internal beam to the external beam.
  • the T-piece as the corner piece, has securing means for securing to the external wall beam and separate securing means for securing to the internal wall beam.
  • the corner pieces are secured to the beams so that the beams are substantially prevented from moving relative to the corner pieces in a longitudinal direction (with respect to the beam).
  • the corner pieces are secured to the beams so that the beams are prevented from twisting about their longitudinal axis. This latter provision prevents the walls, as far as possible, from being deflected out of their respective vertical planes.
  • the walls may comprise wall corner units, for instance which abut the end frames of adjacent walls.
  • a corner unit has securing means for securing it to the respective corner piece of the foundation and/or to the respective beams of the foundation.
  • the securing means preferably comprise cooperating slots and ridges on the components with mating horizontal surfaces on each side of the slot and ridge, ie of the same type of the aforementioned securing means.
  • the corner unit may aid the securing of the beams to the corner piece to help accurate configuration of the corner of the building and to help prevent the beams from being able to twist about their longitudinal axis.
  • the wall panels and any wall corner units are provided with securing means along their abutting sides.
  • These securing means for instance comprise interlocking ridges and slots or grooves.
  • the ridge may be formed directly on the respective component.
  • the ridge may be provided by an elongate member that can be so positioned relative to the component that it acts as a ridge on that component.
  • the components may be flat along the respective surface or it may have a groove, eg one with inclined sides, that is formed directly in its surface and the elongate member may be shaped so that it cooperates with that surface and protudes to provide a ridge with the required inclined sides.
  • An elongate member for fixing between wall frames or between a wall frame and a corner unit can conveniently be provided with a longitudinal bore for reception of a bolt for fixing to the beam, thereby securing the wall frame and/or corner unit to the respective beam.
  • An appropriately shaped elongate member may also be provided for fitting in the groove of the vertical edge of an internal wall frame where it meets another wall at a T-junction. That groove may also contain a gasket.
  • the kit generally also comprises roof supports that can be secured above the walls. These are provided with means for fixing them so as to be able to support the roof above the walls when these are fitted onto the foundation.
  • roof supports are secured to the upper edges of the wall frames (which in a two storey house are, of course, the wall frames of the upper storey), either directly or by intermediate components.
  • the roof supports may comprise elongate struts which are fixable across the tops of the wall panels and corner units, optionally via horizontal roof beams.
  • the fixing of the roof supports to the wall frames and/or of intermediate members to the wall frame or roof supports or both may be by interengaging ridges and slots, with adjacent mating horizontal surfaces, as described for the foundation.
  • the various securing means of the kit of the invention may be such as to provide permanent fixing of the components to each other, but are preferably such as to allow disassembly and reassembly of the building after the initial assembly.
  • the securing means may comprise clips but preferably comprise bolts and, where necessary, respective nuts.
  • the bolts may extend between the facing surfaces of the components to be secured or may extend through the entire component, for instance, may extend through the height of an entire wall panel to secure the panel to its respective beam.
  • the invention includes a building assembled from the kit. Although it is less convenient, part or all of the portable foundation, portable wall frames and first and second securing means may be supplied separately and the invention includes buildings erected from these parts even when not supplied in complete kit form.
  • a wall panel 1 comprises a frame 2 surrounding internal and external sheets 3a and 3b, the gap between these sheets being filled by insulation 4 comprising, for instance, air, chemical foams, mineral wools, etc.
  • the sheets and frame are preferably provided from steel, aluminium or another metal or alloy.
  • the panel may be strengthened by the provision of horizontal, vertical or diagonal struts.
  • a groove 5 extending longitudinally along the entire length of the frame.
  • the groove has sides which slope at an angle of about 15° to the vertical.
  • a similar groove 6 again along the entire length of the frame.
  • bolts 7 which extend vertically right through the panel, and through apertures 8 in the top and bottom ridges.
  • the kit also comprises a beam 9 which is of a general box-section, that is it comprises vertical internal and external walls, 10 and 11, inwardly facing flanges along its lower surface, 12 and 13, and a top portion comprising horizontal surfaces 14 and 15 and a ridge 16 protruding upwardly from the top surface.
  • the ridge extends along the entire length of the beam and is shaped and positioned so that it fits into the groove provided on the lower surface of the wall panel, so that the sides of the ridge and groove cooperate with one another.
  • the ridge and groove are provided so that the horizontal surfaces to the sides of the ridge and groove also cooperate with each other to provide further stability for the joint between the wall frame and the beam.
  • the bolt which passes through the wall panel also passes through the ridge in the beam and is secured by a nut 17. Between the upper edge of the ridge and the groove of the wall panel there is provided a gasket of an elastomeric material 18, which provides improved sound and heat insulation. There may also be provided filler materials 19 between the horizontal surfaces of the wall frame and adjacent beam.
  • the beam is secured to the ground via bolts 20 which can be inserted through the aperture 21 formed in the upper surface of the beam.
  • an elongate member 22 which is shaped to fit within the groove of the upper part of the wall panel. This is provided with openings through which the bolt 7 can be inserted. At its upper end the bolt is tightened by a nut 23, which enables the wall panel to be tightly fixed to the beam.
  • kit decorative fascias 24 and 25 may be fixed to the wall surfaces and may provide decoration and/or additional insulation.
  • a moulding 26 in which pipes or cables may be secured. Similar mouldings may be fixed to the internal wall.
  • FIG 2 there is shown a vertical section through a wall unit 1 (which for simplicity is illustrated as an integral frame and panel but which could comprise separate frame and sheets as in figure 1) and a beam 9, to which the wall unit is affixed via bolt 7 and nuts 17 and 23.
  • the section is also through an internal wall unit 30 which meets the external wall unit 1 at a T-junction.
  • the foundation at this T-junction comprises a T-piece 31 which has securing means for securing to the beam 9.
  • the securing means comprise a ridge 32 comprising sloping walls 33a and 33b, whose base is approximately the same width as the width of the slot 27 in the base of the beam.
  • the bottom wall of the beam could be provided with a groove similar to the grooves formed in the wall frame.
  • the provision of a slot facilitates the insertion of nuts 17 before or upon assembly.
  • the T-piece is secured to the beam by a plurality of screws 34 which pass through the upper surface of the ridge 16 of the beam and the upper surface of the ridge of the T-piece and into a nut 35 which fits under the ridge of the T-piece.
  • the plate which forms the T-piece is substantially flat so that it passes underneath the internal edge of the beam and the decorative fascia 24. Beyond those portions it has an upwardly extending ridge 36 which extends in a direction perpendicular to the ridge 32 which cooperates with the external beam. This perpendicular ridge 36 cooperates with a similar slot 38 in internal beam 37.
  • the internal beam is afixed to the T-piece via a bolt 39 which passes through the upper surface of an upwardly extending ridge 40 on the beam and the upper surface of the ridge 36 on the T-piece and through a nut 41 which is underneath the ridge 36 in the T-piece.
  • the beam 37 is secured to the ground via bolts 42. It may be necessary to provide support plates 43 between the ground and the beam to increase stability of the beam on the ground.
  • the internal wall unit 30 is supported on the internal beam 37 in a similar manner to the external walls.
  • the bottom part of the wall frame comprises a groove 44 which has sloping sides for cooperating with the ridge 40 on the beam.
  • a gasket 45 is provided between the ridge 40 and the groove 44 to improve insulation.
  • At the vertical side part of the wall unit 30 there is also provided a groove 46 of the identical profile to the groove at the lower part of the wall unit. This can more clearly be seen in the cross-section in figure 3.
  • an elongate member 47 which is shaped to cooperate with the sloping sides of the groove.
  • it is substantially identical to the elongate member 22 which is fitted into the groove along the top part of the external wall unit shown in figure 1.
  • an elastomeric gasket 48 which is similar to gaskets 18 and 45.
  • a top T-piece for affixing the upper portions of the external and internal walls.
  • This T-piece 49 comprises a ridge 50 which is shaped to cooperate with the top groove 6 of the external wall and is affixed thereto via screws 51 which pass through the ridge and the groove.
  • the T-piece also comprises a downwardly extending ridge 52 which is perpendicular to the external wall ridge and is similarly shaped to cooperate with the groove 53 formed in the upper part of the internal wall unit 30.
  • the T-piece is attached to the wall unit via screws 54 passing through the ridge and groove.
  • the space in the top groove 53 of the internal wall unit 30 is preferably filled by an elongate member 55 which is preferably substantially the same as elongate members 22 and 47.
  • the external wall unit 1 is fixed to the beam via a bolt 7 which passes through the entire height of the wall unit.
  • the internal wall unit 30 is afixed to the internal beam by a bolt 56 (figure 3) which again passes through the entire height of the wall unit.
  • FIG 4 there is shown a horizontal section through two wall units meeting at a corner unit.
  • one external wall 1 meets a second external wall 60 and these are joined together by a wall corner unit 61.
  • the wall frames have grooves in their lower portions 16 and 62 which cooperate with the associated beams of the foundation, which are further illustrated in figure 5 and described below.
  • corner unit 61 has an L shaped groove in 63 in its lower end. This groove cooperates with the ridges in both of the beams which meet at the corner.
  • grooves 64 to 67 of the same profile as the bottom groove are provided.
  • the kit comprises elongate members 68 and 69 which are cylinders of an appropriate section such that they fill the space between the grooves of the abutting wall and wall corner unit.
  • gaskets 70 and 71 which fit within the groove.
  • bores 72 and 73 for receiving long bolts 74 and 75 which extend throughout the height of the wall units and corner unit and so as to secure these to the beam below.
  • the corner unit has larger horizontal dimensions than the thickness of the wall units in order to improve fitting of the internal decorative facia panels 24.
  • Strips 82 are adhered along the external joint between two wall panels to aid prevention of ingress of water or air.
  • Figure 5 shows a horizontal section through two beams where they meet at the corner below the walls of figure 4.
  • the beams 9 and 76 each have slots 27 and 77, into which can fit the upwardly extending L shaped ridge 78 of a corner piece 79 having two arms at right angles.
  • the beams are secured to the corner piece 79 by bolts 80.
  • the corner piece 79 is fixed to the ground via bolts 81.
  • the wall units, wall corner unit, beams and L- and T-corner pieces shown in the drawings may be made from steel usually lightweight steel or aluminium for instance 2.5 or 2.8 mm gauge steel.
  • the sheets 3a and 3b from which the wall panels are completed, as they are not load bearing, may be made from the inner gauge metal less than 2 mm eg about 1 mm or 0.7 mm steel.
  • the walls and beams of the building illustrated are about 10 cm thick.
  • These components may be shaped by conventional sheet metal shaping processes or may be made by extruding the components. In order to ensure that the corners of the buildings are true and the walls are true verticals the components should be manufactured to tolerances of less than ⁇ 1 mm preferably about ⁇ 0.5 mm (by which is meant that the longest dimension of each component is manufactured to such tolerances).
  • the elongate members which fit within the grooves of the wall units may be made from for instance, plastics material such as made by injection moulding, such as polypropylene or relatively hard thermo plastic material.
  • the elastomeric gaskets are made from natural or synthetic elastomeric materials, for instance comprising synthetic rubber or soft plastics materials.
  • the components in the kit in general have all the necessary holes for passage of screws and bolts preformed. This enables the building to be erected by unskilled people who simply screw and bolt the components together and to the ground in the appropriate order using the screws and nuts and bolts that preferably are included as part of the kit.
  • the kit is transported as a standard container unit as described in European application no. 89911072.0 (WO-A-9003477) filed even date by the same applicant entitled Prefabricated Building Kit claiming priority from GB 8822561, the entire disclosure of which is herein incorporated by reference.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (11)

  1. Bausatz für ein Gebäude mit einem tragbaren Fundament, mit tragbaren Wandrahmen (2), um im wesentlichen die gesamte Umfangswand zu definieren, und die am Fundament befestigt werden können, wobei das tragbare Fundament die folgenden Merkmale aufweist
    - Eckstücke (31, 79) mit Armen, die winkelig aneinander befestigt sind, um genau die Konfiguration jeder Gebäudeecke auszubilden,
    - eine Vielzahl von durchgehenden Trägern oder Trägersektionen (9), von denen jeder die Basis einer Außenwand des Gebäudes definiert, und
    - Mittel (20) zum Befestigen der Träger am Boden, wobei der Bausatz weiterhin einschließt
    - erste Sicherungsmittel zum starren Befestigen jedes Trägers am zugehörigen Eckstück und
    - zweite Sicherungsmittel zum starren Befestigen jedes Wandrahmens an seinem Träger, wobei
    - die ersten und die zweiten Befestigungsmittel einen zusammenarbeitenden Schlitz mit einer Erhebung (32, 78) aufweisen, die sich in Längsrichtung des Trägers und des zugehörigen Eckstückarms erstrecken, wobei der Schlitz oder die Erhebung am Träger ausgebildet sind und das andere dieser beiden Elemente am Arm des Eckstücks, wobei die Sicherungsmittel auch passende und im wesentlichen horizontale Flächen an jeder Seite an jeder Erhebung und an jedem Schlitz aufweisen, und wobei die Erhebung Seitenwände hat, die zur Vertikalen geneigt sind, um ein Einsetzen in den Schlitz zu unterstützen, wobei ferner
    - das zweite Sicherungsmittel eine zusammenarbeitende Erhebung (16) mit einem Schlitz aufweist, der eine Rille (5) ist, die sich in Längsrichtung des Trägers und des Wandrahmens erstreckt, wobei die Rille oder die Erhebung an der nach oben weisenden Fläche des Trägers ausgebildet ist und das andere dieser beiden Elemente an der nach unten weisenden Fläche des Wandrahmens, wobei die Rille und die Erhebung jeweils passende Seitenwände haben, die zur Vertikalen geneigt sind, und wobei das zweite Sicherungsmittel auch passende, im wesentlichen horizontale Flächen (14, 15) an jeder Seite der Erhebung und der Rille aufweist, wobei
    - jede der im wesentlichen horizontalen Flächen (14, 15) eine nach oben weisende Oberseite (14, 15, 16) mit einer länglichen Seitenkante hat, wobei sich Seitenwände (10, 11) nach unten von jeder der Seitenkanten der Oberseite erstrecken und eine längliche Bodenkante haben, und wobei ein im wesentlichen horizontaler Bodenflansch (12, 13) vorgesehen ist, der sich längs der Bodenkante jeder Seitenkante erstreckt, wobei sich die Flansche des Trägers zueinander erstrecken, und wobei das zweite Sicherungsmittel eine Erhebung aufweist, die an der Oberseite des Trägers geformt ist, sowie Mittel (7, 17, 23) vorgesehen sind, um einen Druck zwischen der Oberfläche des Trägers und der nach unten weisenden Fläche des Wandrahmens auszuüben, und wobei das Befestigungsmittel für die Befestigung am Boden Schraubenmittel aufweist, die beide nach innen weisende Flansche des Trägers am Boden befestigen und die durch Öffnungen (21) in der Oberseite des Trägers zugänglich sind.
  2. Bausatz nach Anspruch 1,
    dadurch gekennzeichnet,
    daß die Seiten jeder Erhebung und jeder Rille jeweils unter einem Winkel im Bereich von 12° bis 20° zur Vertikalen geneigt sind.
  3. Bausatz nach Anspruch 1 oder 2,
    dadurch gekennzeichnet,
    daß das erste Sicherungsmittel Bolzenmittel (8, 34) einschließt, um die passenden horizontalen Flächen unter Druck gegeneinander zu halten.
  4. Bausatz nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet,
    daß das Eckstück eine Platte (79) aufweist, die zum horizontalen Positionieren unter den Enden der jeweiligen Träger dient, und die eine sich nach oben erstreckende Erhebung (78) aufweist zum Zusammenarbeiten mit nach unten weisenden Schlitzen (27, 77) zwischen den horizontalen unteren Flanschen in jedem der zugehörigen Träger (9, 76).
  5. Bausatz nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet,
    daß die Eckstücke und Träger so ausgebildet sind, daß, wenn das Gebäude errichtet wird, die Eckstücke an den Trägern befestigt werden können, so daß die Träger im wesentlichen daran gehindert werden, sich relativ zu den Eckstücken in einer Längsrichtung, bezogen auf den Träger, zu bewegen, und daß auch die Eckstücke an den Trägern befestigt sind, so daß die Träger daran gehindert werden, sich um ihre Längsachsen zu verwinden.
  6. Bausatz nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet,
    daß die Wände Wandeckeneinheiten (61) einschließen, von denen jede an den Endrahmen benachbarter Wände (1, 60) anliegt, wobei Sicherungsmittel zum Befestigen des Bauelements an dem jeweiligen Eckstück des Fundaments und/oder des betreffenden Trägers des Fundaments vorgesehen sind.
  7. Bausatz nach Anspruch 6,
    dadurch gekennzeichnet,
    daß die Sicherungsmittel jeweils einen Schlitz (63) und eine zusammenarbeitende Erhebung (78) an den Bauteilen aufweisen mit passenden horizontalen Flächen an jeder Seite des Schlitzes und der Erhebung.
  8. Bausatz nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet,
    daß Dichtungsscheiben (45, 48, 70, 71) zwischen beliebigen oder allen zusammenarbeitenden Erhebungen und Schlitzen vorgesehen sind.
  9. Bausatz nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet,
    daß Stutzen für ein Dach vorgesehen sind, die Mittel für deren Befestigung aufweisen, so daß ein Dach über den Wänden gestützt werden kann, wenn diese auf das Fundament aufgesetzt sind.
  10. Bausatz nach einem der vorhergehenden Ansprüche,
    dadurch gekennzeichnet,
    daß die Befestigungsmittel zum Errichten des Gebäudes so ausgebildet sind, daß ein Abbauen und ein Wiederaufbauen des Gebäudes möglich ist.
  11. Gebäude, aufgebaut aus den Bauelementen eines Bausatzes nach einem der Patentansprüche 1 bis 10.
EP89911285A 1988-09-26 1989-09-26 Vorgefertigtes gebäude Expired - Lifetime EP0436632B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89911285T ATE102277T1 (de) 1988-09-26 1989-09-26 Vorgefertigtes gebaeude.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB888822562A GB8822562D0 (en) 1988-09-26 1988-09-26 Prefabricated building
GB8822562 1988-09-26

Publications (2)

Publication Number Publication Date
EP0436632A1 EP0436632A1 (de) 1991-07-17
EP0436632B1 true EP0436632B1 (de) 1994-03-02

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Family Applications (1)

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EP89911285A Expired - Lifetime EP0436632B1 (de) 1988-09-26 1989-09-26 Vorgefertigtes gebäude

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US (1) US5201786A (de)
EP (1) EP0436632B1 (de)
JP (1) JPH04504742A (de)
AU (1) AU630119B2 (de)
DE (1) DE68913552T2 (de)
GB (1) GB8822562D0 (de)
WO (1) WO1990003475A1 (de)

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US8198334B2 (en) 1997-10-27 2012-06-12 Pathologica Llc Methods for modulating macrophage proliferation in ocular disease using polyamine analogs
CN105714958A (zh) * 2016-03-02 2016-06-29 润铸建筑工程（上海）有限公司 预制型钢梁之梁墙一体外墙板

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US6463705B1 (en) 1998-11-20 2002-10-15 Oakwood Homes Corporation Container for prefabricated transportable buildings
US6385933B1 (en) * 2000-07-14 2002-05-14 George Owens Precast wall panel
US7171787B2 (en) * 2003-06-24 2007-02-06 Ch2M Hill Inc. Rectangular tilt-up concrete tank construction
US20070261318A1 (en) * 2006-04-14 2007-11-15 Mifsud Vincent D Kit for manufacturing an enclosure from prefabricated panels
WO2007126303A1 (es) * 2006-05-02 2007-11-08 Nunez Vargas Mariano Estructura de pared con módulos huecos de plástico
US20100098482A1 (en) * 2008-10-20 2010-04-22 Belinda Richard L Compression pin fastener
US9745711B2 (en) * 2015-06-22 2017-08-29 Scott E. Sluiter Prefabricated wall system and method
CN111936710A (zh) * 2018-03-05 2020-11-13 激浪派有限责任公司 预制建筑系统
CN110080457A (zh) * 2019-06-06 2019-08-02 呼和浩特市中朵兴泰远大建筑工业有限公司 一种外挂墙板及竖向连接结构

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US8198334B2 (en) 1997-10-27 2012-06-12 Pathologica Llc Methods for modulating macrophage proliferation in ocular disease using polyamine analogs
CN105714958A (zh) * 2016-03-02 2016-06-29 润铸建筑工程（上海）有限公司 预制型钢梁之梁墙一体外墙板

Also Published As

Publication number Publication date
US5201786A (en) 1993-04-13
AU630119B2 (en) 1992-10-22
EP0436632A1 (de) 1991-07-17
DE68913552D1 (de) 1994-04-07
JPH04504742A (ja) 1992-08-20
GB8822562D0 (en) 1988-11-02
WO1990003475A1 (en) 1990-04-05
AU4403189A (en) 1990-04-18
DE68913552T2 (de) 1994-06-09

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